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98Latest Fixing alignment Tenders List

Latest Fixing alignment Tenders in India – Verified Leads & Real-Time Insights by Tender18

Finding the right Fixing alignment tenders in India’s competitive e-procurement ecosystem requires more than just access—it demands accurate data, real-time monitoring, and expert analysis.

At Tender18 Infotech Private Limited, we bring deep industry experience in government procurement to help businesses identify, evaluate, and win Fixing alignment tenders efficiently. With a centralized platform aggregating 1100+ live tenders, we provide a single, trusted source for opportunities from central, state, and PSU departments.


Real-Time Fixing alignment Tender Intelligence & Monitoring

Our advanced dashboard delivers actionable insights and structured tender data, enabling you to make faster and smarter bidding decisions.

We categorize Fixing alignment tenders into:

  • Supply Tenders – BOQs and specifications sourced from GeM and PSUs
  • Service Tenders – NITs and scope of work from CPPP and state portals
  • EPC Projects – Large-scale infrastructure tenders with financial and design data

✔ This structured approach ensures complete transparency and deeper bid analysis before submission.


Comprehensive Sources of Fixing alignment Tenders

Tender18 acts as a centralized gateway by aggregating tenders from trusted and official sources:

  • Central Government Portals – CPPP, NIC, and Government e-Marketplace (GeM)
  • Railways & Transport – IREPS and Metro Rail projects
  • Power & Energy PSUs – NTPC, ONGC, NHPC, PowerGrid
  • Defense & Strategic Sectors – MES and DRDO tenders
  • State e-Procurement Portals – Gujarat, Maharashtra, Tamil Nadu, UP, and more

✔ Every listing is verified and regularly updated to maintain data accuracy and trust.


Step-by-Step Guide to Participate in Fixing alignment Tenders

1. Eligibility & Prequalification

Before bidding, ensure compliance with:

  • Financial turnover requirements (30–50% of tender value)
  • Past experience (2–3 similar projects)
  • Valid solvency certificate

2. Mandatory Documentation Checklist

Prepare the following to avoid disqualification:

  • Digital Signature Certificate (Class 3 DSC)
  • GST, PAN, MSME/Udyam registration
  • EMD (Earnest Money Deposit) or exemption proof
  • Technical bid with execution methodology

3. BOQ Analysis & Financial Bidding

The BOQ (Bill of Quantities) is the most critical component:

  • Analyze item-wise pricing
  • Ensure competitive yet sustainable quotes
  • Avoid underbidding risks (L1 pressure)

✔ Expert analysis can significantly improve your bid success ratio.


Why Tender18 is a Trusted Platform for Fixing alignment Tenders

✔ Proven Expertise in Government Procurement

We combine industry knowledge with practical bidding experience.

✔ Verified & Reliable Data

All Fixing alignment tenders are sourced from official portals and cross-checked for accuracy.

✔ Advanced Filtering Tools

Filter tenders by value, EMD, location, and category for precise targeting.

✔ Corrigendum & Update Tracking

Get instant alerts on deadline changes and specification updates.

✔ Historical Data Insights

Analyze past tender results to understand pricing trends and competition.

✔ End-to-End Bidding Support

From discovery to submission, including GeM onboarding and strategy.


Growth of Fixing alignment Sector in 2026

With the Government of India focusing on digital procurement and infrastructure expansion, the Fixing alignment sector has seen significant growth in e-tendering opportunities.

The rise of GeM-based procurement models like:

  • L1 Purchase
  • Direct Procurement
  • MSME-friendly policies

…has made it easier for startups and SMEs to participate and win contracts


Frequently Asked Questions (SEO Optimized)

How can I get daily Fixing alignment tender alerts?

You can register on Tender18 and select your preferred category. You will receive daily email alerts with all new Fixing alignment tenders.

Is EMD mandatory for all Fixing alignment tenders?

No, MSME and Udyam-registered businesses may get exemptions. Always check the NIT for specific conditions.

What is the difference between a Fixing alignment work tender and supply tender?

A supply tender involves delivering goods, while a work tender includes execution, labor, and project completion.

Can I access private Fixing alignment tenders on Tender18?

Yes, we also track major private sector and EPC tenders along with government opportunities.


Get Expert Support for Fixing alignment Tenders

Tender18 is more than a listing platform—we are your strategic partner in winning tenders.

Our services include:

  • Tender discovery & analysis
  • Documentation support
  • Bid strategy & submission
  • GeM registration & OEM onboarding

📞 Call / WhatsApp: +91 7069661818
🌐 Website: www.tender18.com

Due Date
T18 Ref No : 16840819
Location : bhopal , madhya pradesh
LIVE TENDER
tender for marking of alignment, fixing tbm & land boundary post, geotechnical investigation, structural design of bridges & preparation of epc tender document for karhi-sagma chord line & karhi-kaima flyover.
Agency / Dept :
west central railway WCR
Due Date :
Sep 04, 2026 (4 days left)
Tender Value :
97.19L
View Documents
T18 Ref No : 16900693
Location : tawang , arunachal pradesh
Source : GEM Tenders
LIVE TENDER
tender for supply and fixing of precast lined drain , gabion box 2 x 1x1 , warning or mandatory sign board with customized sign , mason thread , plum bob, supply and fixing precast line drain, supply and fixing of precast lined drain, gabion box with mesh size 8 x 10 and nominal mesh size of 80 mm, having mesh wire diameter of 3.0 mm, edge or selvedge wire diameter of 3.9 mm and lacing wire diameter of 2.20 mm. polymer coating shall not be applicable for class 1. the product shall conform to is 16014, warning or mandatory sign board with customized sign, of standard size approximately 600 mm x 450 mm, made from durable and weather resistant material suitable for outdoor use. the sign board shall have clear and legible warning or mandatory symbol and text as per the approved design, suitable for effective visibility and installation at required locations., mason thread made of good quality strong and durable material, suitable for masonry, brickwork, alignment and leveling works the thread shall be uniform in thickness, free from defects and suitable for continuous use at construction sites. standard length approximately 100 m per roll, plumb bob made of good quality, durable and corrosion-resistant metal, suitable for checking vertical alignment and plumb of masonry and construction works. the plumb bob shall have a pointed tip, suitable weight for accurate alignment and shall be supplied with a suitable plumb line standard weight approximately 200 g
Agency / Dept :
border road organisation BRO
Due Date :
Sep 11, 2026 (11 days left)
Tender Value :
Refer Document
View Documents
T18 Ref No : 16856481
Location : ernakulam , kerala
Source : GEM Tenders
LIVE TENDER
tender for dry type transformer disconnection of control wiring and tap connections , resistance asssy , hinge assy 65a , link belt type-a section , ps braid assembly , main spring assembly , replacement of oltc contacts fixed contact , replacemnt of oltc contact stem contact , insulation components of oltc , control cable and wiring for oltc , smoke detector with power supply , checking of tap position , oltc drive mechanism, repair of transformer, labour for dismantling of existiong oltc assembly from dry type transformer including isolation of transformer disconnection of control wiring tap connections and mechanical linkages careful removal and shifting to workshop and back and refixing after necessary repairs. replacement complete in all as specified and as directed., supply and fixing of resistance assy abs 65 ds 691 16 of oltc suitable for the dry type tranformenr including removal of defective complete in all as specified and as directed, supply and fixing of hinge assy 65a a abs100a of oltc suitable for the dry type transformer, including removal of defective, complete in all as specified and as directed, supply and fixing of link belt typea section 12.7mm 30x 4, supply and fix ps braid assembly, supply and fixing of main spring assembly, supply and fixing for replcement of oltc contacts (fixed contact), including proper seating, alignment, and tightening, complete in all respects as speccified and as directed., supply and fixing for replacement of oltc contacts (stem contact), including proper seating, alignment, and tightening, complete in all respects as specified and as directed, supply and fixing for replacement of oltc contacts (stem contact), including prper seating, alignment, and tightening, complete in all respects as specified and as directed, m & l for control cable and wiring for oltc including terminations, ferruling, dressing and testing complete in all respect as specified and as directed., supply and fixing smoke detector with power supply units (230v ac 5a) of oltc complete in all respects as specified and as directed., testing and commissioning of oltc including manual and electrical operation, checking of tap position indication interlocks, smooth trasition between taps and funtionaltesting under no-load condition complete in all respects as specified and as directed., supply and fixing of oltc drive mechanism including motor drive unit control gears, limit switches and proper allingment with oltc assembly complete all as specified and directed.
Agency / Dept :
indian army
Due Date :
Aug 29, 2026
Tender Value :
Refer Document
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T18 Ref No : 16856524
Location : ernakulam , kerala
Source : GEM Tenders
LIVE TENDER
tender for blower and motor from the cooling tower with transporting , pvc fill fins for the cooling tower , propeller shaft for the cooling tower with drive assy , cleaning of the cooling tower , supply and fixing for replacement of bush bearing of blower , gaskets and oil complete in all respects , grade gearbox oil for blower , electric motor with suitably sized copper conductor , star delta starter, repair of cooling tower, labour for dismatling the blower and motor from the cooling tower, transporting the same to the workshop and back and refixing them in their original position after carrying out necessary reparirs, complete in all respects as specified and as directed., supply and fixing of pvc fill (fins) for the cooler tower, including removal of damaged fills, proper installation, alignment and securing in position, complete in all respects as specified and as directed., supply and fixing of propeller shaft for the cooler tower, including aligment with drive assembly, coupling necessary fittings and testing for smooth operation complete in all respects as specified ans as directed., m&l for through cleaning fo the cooler tower, includinh removal of scale, sludge and debris and rectification of leakages by welding or other suitable methods as required including surface preparation testing for leaks and rainstatement, complete in all respects as specified and as directed., supply and fixing for replacement of bush bearing of blower complete in all respects as specified and as directed., supply and fixing for replacment of gaskets and oil seal of blower, complete in all respects as specified and as directed., supply and fixing of approved grade gearbox oil for blower including draining of old oil, cleaning of gerabox (if required), fefilling to the recommended level, checking for leakages, and carrying out trial run for proper operation, complete in all respects., m & l for rewinding of an electric motor with suitably sized copper conductor, including dismantling, removal of burnt windings, thorough cleaning of stator sots, insulation work, rewinding, varnishing and baking, reassembly, servicing/replacement of bearings, testing and commissioning, complete in all respects as specified and as directed., dismantling of the existing star-delta starter and supply, installation, testing, and commissioning of a new star-delta starter, including all necessary connections, terminations, and accessories, complete in all respects as specified and as directed.
Agency / Dept :
indian army
Due Date :
Aug 29, 2026
Tender Value :
Refer Document
View Documents
T18 Ref No : 16953018
Location : vemula , andhra pradesh
Source : GEM Tenders
LIVE TENDER
corrigendum tender for bitumenlayingwork2 , kerbstonelayingwork1 , tailingexcavationwork1 , borrowearthsoilwork3 , removinghdpeliningwork1 , dismantlingstonepitching1 , backfillingoftailing1 , laboratorytestwork15 , humepipework1 , humepipework2 , humepipework3 , humepipework4 , humepipework5 , humepipework6 , earthworkfillingforbund1 , stonepitchingwork5 , brickwork1 , brickwork2 , plasteringwork1 , plasteringwork2 , plasteringwork3 , paitingwork1 , paitingwork2 , paitingwork3 , handrailingwork3 , ccforflooringwork1 , plasteringwork4 , glasssstripswork1 , cementpunning1 , aluminumwork1 , shutterworks1 , glasspaneswork1 , siliconsealantwork1 , doorworks1 , mechanicalinstallationpumps1 , mechanicalinstallationpipes1 , mechanicalinstallationpipes2 , mechanicalinstallationpipes3 , electricallinstallation5 , mechanicalerections1 , disposalareappep1 , slimedisposalareappep1 , slimedisposalareappep2 , constructionofelectricalfacilityworklumpsum1 , panelneartaillingpond , automaticpowerfactorcorrectionpanel1 , batterychargerdcboard , lcsmushroomheadstay1 , lcsmushroomheadstay2 , lcsmushroomheadstay3 , distributiontransformer1 , dieselgeneratorset1 , dieselgeneratorfounation1 , ltbusduct1 , htswitchgearincomingpanel1 , htswitchgearincomingpanel2 , mainlightingdistributionboard1 , sublightingdistributionboard , highmastlighting1 , highmastlighting2 , lighteningfixture1 , ltpowercables1 , htpowercables1 , htpowercables2 , ltcontrolcables , junctionboxes1 , earthinglightningitems1 , aircondition1 ,, construction of 4th stage tailing pond, stripping and clearing the site of jungles, bushes, shrubs, wood etc., uprooting of rank vegetation, trees and saplings of girth upto 30 cm measured at a height of 1m above ground level, removal of undesirable materials etc. including removal and disposal of debris at suitable locations with all leads and lifts, as decided by the engineer-in-charge., felling trees of girth (measured at a height of 1m above ground level) including cutting of trunks and branches, removing the roots and stacking of servicable material and disposal of unserviceable material at suitable ocations as decided by the engineer-in-charge. beyond 30 cm girth upto and including 60 cm girth, felling trees of girth (measured at a height of 1m above ground level) including cutting of trunks and branches, removing the roots and stacking of servicable material and disposal of unserviceable material at suitable ocations as decided by the engineer-in-charge. beyond 60 cm girth upto and including 120 cm girth, felling trees of girth (measured at a height of 1m above ground level) including cutting of trunks and branches, removing the roots and stacking of servicable material and disposal of unserviceable material at suitable ocations as decided by the engineer-in-charge. beyond 120 cm girth upto and including 240 cm girth, earth work in excavation in development of embankment profile in the following types of soils for all lifts, including taking adequate protection during excavation, drilling and transporting the excavated spoil / material after stripping of top soil as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead within acquired area of tailing dam & pond. all kinds of soils including hard and dense soils, earth work in excavation in development of embankment profile in the following types of soils for all lifts, including taking adequate protection during excavation, drilling and transporting the excavated spoil / material after stripping of top soil as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead within acquired area of tailing dam & pond. ordinary rock, earth work in excavation in development of embankment profile in the following types of soils for all lifts, including taking adequate protection during excavation, drilling and transporting the excavated spoil / material after stripping of top soil as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead within acquired area of tailing dam & pond.hard rock (blasting prohibited), earth work in excavation of hillocks within existing pond area in the following types of soils for all lifts, transporting the excavated spoil / material as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead and lift within acquired area of tailing dam & pond. all kinds of soils including hard and dense soils, earth work in excavation of hillocks within existing pond area in the following types of soils for all lifts, transporting the excavated spoil / material as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead and lift within acquired area of tailing dam & pond. ordinary rock, earth work in excavation of hillocks within existing pond area in the following types of soils for all lifts, transporting the excavated spoil / material as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead and lift within acquired area of tailing dam & pond. hard rock (blasting prohibited), earth work in excavation in bed layer -1 in the following types of soils for all lifts, including bailing / pumping out any water accumulating inside the excavation, taking adequate protection during excavation, transporting the excavated soil as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of the engineer-in-charge for any lead within acquired area of tailing dam & pond. all kinds of soils including hard and dense soils, earth work in excavation in bed layer -1 in the following types of soils for all lifts, including bailing / pumping out any water accumulating inside the excavation, taking adequate protection during excavation, transporting the excavated soil as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of the engineer-in-charge for any lead within acquired area of tailing dam & pond. ordinary rock, earth work in excavation in pipe-support foundations, peripheral drains, culverts, diversion drain, watch towers, miscellaneous equipment foundations etc. in the following types of soils for all lifts, including bailing / pumping out any water accumulating inside the excavation, taking adequate protection during excavation, drilling and transporting the excavated spoil / material as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead within acquired area of tailing dam & pond. all kinds of soils including hard and dense soils, earth work in excavation in pipe-support foundations, peripheral drains, culverts, diversion drain, watch towers, miscellaneous equipment foundations etc. in the following types of soils for all lifts, including bailing / pumping out any water accumulating inside the excavation, taking adequate protection during excavation, drilling and transporting the excavated spoil / material as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead within acquired area of tailing dam & pond. ordinary rock, earth work in excavation in pipe-support foundations, peripheral drains, culverts, diversion drain, watch towers, miscellaneous equipment foundations etc. in the following types of soils for all lifts, including bailing / pumping out any water accumulating inside the excavation, taking adequate protection during excavation, drilling and transporting the excavated spoil / material as per specification to the designated area / places, stacking of usable and disposal of excess of unusable material all complete as per drawing, specification and direction of engineer for any lead within acquired area of tailing dam & pond. hard rock (blasting prohibited), supplying and transporting earth of specified quality (as per specification and drawing) from borrow-pit i.e. the source not owned by ucil but arranged by the contractor at his own cost including all taxes, royalty etc and filling the same in bed later - 1 in layers not exceeding 250 mm above existing ground level, watering of each layer in the stipulated manner as per specification and / or direction of the engineer-in-charge and compaction by mechanical means to achieve required degree of compaction as per specification, all complete as per drawing, specification and direction of the engineer-in-charge., supplying and transporting earth of specified quality (as per specification and drawing) from borrow-pit i.e. the source not owned by ucil but arranged by the contractor at his own cost including all taxes, royalty etc and filling the same in embankment in random fill zone in layers not exceeding 250 mm in proper profile to various heights above existing ground level, watering of each layer in the stipulated manner as per specification and / or direction of the engineer-in-charge and compaction by mechanical means to acheive required degree of compaction as per specification, disposal of excess of unusable material all complete as per drawing, specification and direction of the engineer-in-charge for any lead and lift (sectional measurement for compacted filling will only be paid)., supplying and transporting clay of specified quality and property (as per specification and drawing) from borrow-pit i.e. the source not owned by ucil but arranged by the contractor at his own cost including all taxes, royalty etc and laying the same over random fill on upstream side of embankment in layers not exceeding 150 mm measured loose in proper profile, watering of each layer in stipulated manner to various heights and compacting each layer by mechanical means to achieve required degree of compaction as per specification and / or direction of the engineer-in-charge, all complete as per drawing, specification and direction of the engineer-in-charge for any lead and lift (sectional measurement for compacted thickness will only be paid)., supplying, transporting and laying stone pitching with approved stone (average 300 mm thick) over clay lining on upstream side of dam with voids filler with stone dust with all lead and lift including cutwork, curing, scaffolding with all bye-work, all complete as per drawing, specification and direction of the engineer-in-charge. note - payment shall be made for the actual area of coverage of stone pitching. wastage shall not be payable., supplying, transporting and laying stone pitching with approved stone (average 300 mm thick) over random fill on downstream side of dam with voids filler with stone dust with all lead and lift including cutwork, curing, scaffolding with all bye-work, all complete as per drawing, specification and direction of the engineer-in-charge. note payment shall be made for the actual area of coverage of stone pitching. wastage shall not be payable., supplying, transporting, spreading and compacting sand (average 100 mm thick) over stone pitching on upstream side of dam with all lead and lift including all bye-work, all complete as per drawing, specification and direction of the engineer-in-charge., supplying, transporting and laying 1500 micron thick high density polyethelene (hdpe) sheet (textured on both sides) as lining over sand cushion layer on upstream side of dam, laid in position by qualified and skilled installer certified by the manufacturer and approved by the engineer-in-charge, with all lead and lift including sealing of joints (hot wedge single and dual track seaming and / or extrusion fillet seaming method or any other specialized method e.g. robotic two stitch welding etc.) of new sheets and sealing of new lining sheet with existing lining sheet with an overlap of approximately 1.0m, anchoring the new lining sheet on top of new embankment, maintaining quality control, conducting tests as per requirement of the specification, all complete as per drawing, provisions of specification and direction of the engineer-in-charge. note payment shall be made for the actual area of coverage of hdpe lining sheet. overlapping area, wastage etc. shall not be payable., supplying, transporting, laying and compacting uniformly graded stone aggregate filters within new embankment at all levels,incl shuttering, tools tackles all complete as per drawing, specification and direction of the engineer-in-charge., supplying, transporting, laying and compacting uniformly graded coarse sand filters within new embankment at all levels incl shuttering, tools tackles all complete as per drawing, specification and direction of the engineer-in-charge. (sand shall conform to is383). laying and compacting rock-fill toe dam on downstream side of embankment with following materials at all levels, all complete as per drawing, specification and direction of the engineer-in-charge., with rocks arranged by the contractor at his own cost (rate to include supply and transport also), earth work in back-filling including watering, ramming and compaction at all elevation around pipe support foundations, drain trenches etc. as per specifications and drawings and as directed by the engineer-in-charge with selected soils obtained from stacks under item no. 6 above for any lead within acquired area of tailing pond and dam. (filling shall be done in layers not exceeding 250 mm in loose thickness and watered as necessary. each layer of filling to be compacted to acheive a dry density of not less than 95% of the proctor density)., supplying, transporting and laying stone pitching with approved stone (average 300 mm thick) in diversion drain and at outfall locations with interstices between adjacent stones filled-in with stones of proper size well-driven in order to ensure tight packing and complete filling of all interstices so that no chip can be removed by hand, with all lead and lift including cutwork, curing, scaffolding with all bye-work, all complete as per drawing, specification and direction of the engineer-in-charge. note payment shall be made for the actual area of coverage of stone pitching. wastage shall not be payable., earthwork in filling using earth obtained from item nos. 3, 4, 5 and 6 above in construction of embankment of access roads (total four nos. access roads) connecting top of new tailing pond embankment in layers not exceeding 250 mm in proper profile to various heights above existing ground level, watering of each layer in the stipulated manner as per specification and / or direction of the engineer-in-charge and compaction by mechanical means to acheive required degree of compaction as per specification, all complete as per drawing, specification and direction of the engineer-in-charge for any lead and lift (sectional measurement for compacted filling will only be paid)., supplying, transporting and laying stone pitching with approved stone (average 300 mm thick) on sides of embankments of access roads with voids filler with stone dust with all lead and lift including cutwork, curing, scaffolding with all bye-work, all complete as per drawing, specification and direction of the engineer-in-charge., supplying site machine batched plain cement concrete of 136 nominal mix (1 cement 3 coarse sand 6 graded stone aggregate with 20 mm and down aggregates) below foundations, walls, drains, pits etc. including mixing, transporting, placing in position, compacting to proper thickness and level, curirg, maintaining proper quality control including cost of admixtures in recommended proportions as per is 9103 to accelerate/retard setting of concrete, improve workability without impairing strength and durability but excluding cost of shuttering work, all complete as per specifications, drawings and direction of the engineer-in-charge and including cost of form work., extra over item 30 bove for using ready mixed concrete (rmc) manufactured in fully automated batching plant and transported to site of work in transit mixer for all leads, having continuous agitator mixer including pumping of concrete from transit mixer to site of laying. note (i) cost of shuttering and reinforcement shall be paid in respective items. (note the bidder has to quote only extra cost above the item 30 in the line item of 31, for example- if the cost of item 30 i.e normal mix is rs. 3000 and cost of rmc mix is rs.3500 then the bidder has to quote only the extra cost amount i.e rs.500 (3500-3000) in the line item 31 of the price part), providing, mixing, laying in position in substructure upto plinth level, site machine batched design mix cement concrete for all types of reinforced cement concrete work, using coarse aggregate and fine aggregate derived from natural sources, cement, admixtures in recommended proportionsas per is 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength, including speading, laying, compacting to proper size/thickness and level, curing, maintaing proper quality control, carriage for all leads, trial mix and laboratory testing but excluding the cost of centering, shuttering, finishing and reinforcement as per drawings, specification and direction of the enginner-in-charge, for the following grades of concrete concrete of m25 grade with minimum cement content of 330 kg/cum, providing, mixing, laying in position in substructure upto plinth level, site machine batched design mix cement concrete for all types of reinforced cement concrete work, using coarse aggregate and fine aggregate derived from natural sources, cement, admixtures in recommended proportionsas per is 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength, including speading, laying, compacting to proper size/thickness and level, curing, maintaing proper quality control, carriage for all leads, trial mix and laboratory testing but excluding the cost of centering, shuttering, finishing and reinforcement as per drawings, specification and direction of the enginner-in-charge, for the following grades of concrete concrete of m30 grade with minimum cement content of 350 kg/cum, extra over item 32 above for using ready mixed concrete (rmc) manufactured in fully automated batching plant and transported to site of work in transit mixer for all leads, having continuous agitator mixer including pumping of concrete from transit mixer to site of laying. concrete of m25 grade with minimum cement content of 330 kg/cum (note the bidder has to quote only extra cost above the item 32 in the line item of 34, for example- if the cost of item 32 i.e normal mix is rs. 3000 and cost of rmc mix is rs.3500 then the bidder has to quote only the extra cost amount i.e rs.500 (3500-3000) in the line item 34 of the price part), extra over item 33 above for using ready mixed concrete (rmc) manufactured in fully automated batching plant and transported to site of work in transit mixer for all leads, having continuous agitator mixer including pumping of concrete from transit mixer to site of laying.concrete of m30 grade with minimum cement content of 350 kg/cum. (note the bidder has to quote only extra cost above the item 33 in the line item of 35, for example- if the cost of item 33 i.e normal mix is rs. 3000 and cost of rmc mix is rs.3500 then the bidder has to quote only the extra cost amount i.e rs.500 (3500-3000) in the line item 35 of the price part), providing, mixing, laying in position in superstructure above plinth level, site machine batched design mix cement concrete for all types of reinforced cement concrete work, using coarse aggregate and fine aggregate derived from natural sources, cement, admixtures in recommended proportionsas per is 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength, including speading, laying, compacting to proper size/thickness and level, curing, maintaing proper quality control, carriage for all leads, trial mix and laboratory testing but excluding the cost of centering, shuttering, finishing and reinforcement as per drawings, specification and direction of the enginner-in-charge, for the following grades of concrete concrete of m25 grade with minimum cement content of 330 kg/cum, providing, mixing, laying in position in superstructure above plinth level, site machine batched design mix cement concrete for all types of reinforced cement concrete work, using coarse aggregate and fine aggregate derived from natural sources, cement, admixtures in recommended proportionsas per is 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength, including speading, laying, compacting to proper size/thickness and level, curing, maintaing proper quality control, carriage for all leads, trial mix and laboratory testing but excluding the cost of centering, shuttering, finishing and reinforcement as per drawings, specification and direction of the enginner-in-charge, for the following grades of concrete concrete of m30 grade with minimum cement content of 350 kg/cum, extra over item 36 above for using ready mixed concrete (rmc) manufactured in fully automated batching plant and transported to site of work in transit mixer for all leads, having continuous agitator mixer including pumping of concrete from transit mixer to site of laying. concrete of m25 grade with minimum cement content of 330 kg/cum (note the bidder has to quote only extra cost above the item 36 in the line item of 38, for example- if the cost of item 36 i.e normal mix is rs. 3000 and cost of rmc mix is rs.3500 then the bidder has to quote only the extra cost amount i.e rs.500 (3500-3000) in the line item 38 of the price part), extra over item 37 above for using ready mixed concrete (rmc) manufactured in fully automated batching plant and transported to site of work in transit mixer for all leads, having continuous agitator mixer including pumping of concrete from transit mixer to site of laying. concrete of m30 grade with minimum cement content of 350 kg/cum (note the bidder has to quote only extra cost above the item 37 in the line item of 39, for example- if the cost of item 37 i.e normal mix is rs. 3000 and cost of rmc mix is rs.3500 then the bidder has to quote only the extra cost amount i.e rs.500 (3500-3000) in the line item 39 of the price part) (another note-2 for item nos. 23, 24, 25 and 26 (i) excess cement, if required in design mix, with respect to the minimum cement content mentioned above, shall be paid under respective item. (ii) cost of shuttering and reinforcement shall be paid through respective items.(iii) rendering of treatment at construction joint shall be carried out under supervision of manufacturer, cost of which shall be included in rate of these items. (iv) design of pipe support foundations, high mast foundations, miscellaneous pump foundations, transformer and other equipment foundations shall be under scope of the contractor. (v) contractor shall prepare design drawings and bar bending schedules for all rcc structures and submit the same to ucil for approval., supplying and laying precast reinforced cement concrete elements at any level using 20 mm and down graded crushed stones as coarse aggregate as per approved design mix including supply of materials / labour / tools and tackles etc. as required, formwork, mixing, laying, compacting to proper size and thickness, curing, storing, handling, transporting, erection without damage etc. but excluding cost of shuttering and reinforcement, all complete as per drawings, specifications and direction of the engineer-in-charge. concrete of m25 grade with minimum cement content of 330 kg/cum note (i) excess cement, if required in design mix, with respect to the minimum cement content mentioned above, shall be paid under respective item. (ii) cost of shuttering and reinforcement shall be paid in respective items., add for consumption of extra / excess cement, if required, in design mix concrete (item no. 23 to 26 above) over the specified minimum cement content in respective items mentioned above. note i) requirement of extra cement with respect to the minimum cement content mentioned against respective items of approved design mix of concrete to achieve the characteristic strength for each design mix must be approved by engineer-in-charge during mix design stage based on laboratory test results which must also be approved by the engineer-in-charge..(ii) payment shall be on the basis of actual quantity of cement used in mix concrete executed., supplying, installing, dismantling and removing shuttering for foundations and substructures upto plinth level in all kinds of rcc work for all leads and lifts including necessary rendering of concrete surfaces after exposure, maintaining proper quality control, supervision etc., all complete as per drawings, specification and direction of engineer-in-charge. notes for the above item nos. i) the design of formwork/staging shall be submitted by the contractor to ucil for approval before commencement of work., supplying, installing, dismantling and removing shuttering for superstructures above plinth level in all kinds of rcc work for all leads and lifts including necessary rendering of concrete surfaces after exposure, maintaining proper quality control, supervision etc., all completer as per drawings, specification and direction of engineer-in-charge. notes for the above item nos. i) the design of formwork/staging shall be submitted by the contractor to ucil for approval before commencement of work., supplying, straightening, cutting, bending, binding with 2 nos. 20 gauge annealed soft iron wire and placing in position following types of reinforcement, of all diameters to all types of rcc members in substructure upto plinth level including all lifts and leads, maintaining proper quality control, supervision, provision of necessary chairs/spacers, tying and bending of dowel bars, cover blocks of same grade of concrete, preparation of bar bending schedule and getting the same approved from ucil before construction, all complete as per drawings, specification and direction of the engineer-in-charge. thermo-mechanically treated (tmt) bars of grade fe-500d conforming to is1786. note for above items. i) the supply of fe 500d tmt bars conforming to is 1786 (latest) shall be fromm/s sail, iisco, rinl, tata steel and jindal from their own plants rolled from virgin material only.ii) reinforcement steel bars from rerollers of the above manufacturers will not be accepted iii) no extra payment shall be made on account of rolling margin and wastage iv) contractor shall supply copies of the documentary evidence of purchase of steel, test certificates from these manufacturers (steel either directly purchased or through their dealers)and also tests from third party, if required, to be arranged at no extra cost.v) welding weights, weight of binding wires etc. shall not be measured for payment but the cost of the same shall be deemed to have been included in the quoted rate.vi) chairs and spacers provided will not be paid extra.vii) preparation of bar bending schedule for reinforcement in all types of rcc structures will be prepared by the contractor and submitted to ucil for approval., supplying, straightening, cutting, bending, binding with 2 nos. 20 gauge annealed soft iron wire and placing in position following types of reinforcement, of all diameters to all types of rcc members in superstructure above plinth level including all lifts and leads, maintaining proper quality control, supervision, provision of necessary chairs/spacers, tying and bending of dowel bars, cover blocks of same grade of concrete, preparation of bar bending schedule and getting the same approved from ucil before construction, all complete as per drawings, specification and direction of the engineer-in-charge. thermo-mechanically treated (tmt) bars of grade fe-500d conforming to is1786. note for above items. i) the supply of fe 500d tmt bars conforming to is 1786 (latest) shall be fromm/s sail, iisco, rinl, tata steel and jindal from their own plants rolled from virgin material only.ii) reinforcement steel bars from rerollers of the above manufacturers will not be accepted iii) no extra payment shall be made on account of rolling margin and wastage iv) contractor shall supply copies of the documentary evidence of purchase of steel, test certificates from these manufacturers (steel either directly purchased or through their dealers)and also tests from third party, if required, to be arranged at no extra cost.v) welding weights, weight of binding wires etc. shall not be measured for payment but the cost of the same shall be deemed to have been included in the quoted rate.vi) chairs and spacers provided will not be paid extra.vii) preparation of bar bending schedule for reinforcement in all types of rcc structures will be prepared by the contractor and submitted to ucil for approval., supplying, fabricating and installing mild steel anchor bolts / holding down bolts, pipes, sleeves, inserts, hangers, conduits and any other mild steel, cast iron, g.i.cast steel and other fixures including lugs in cement concrete, including necessary templates for keeping them in position and with welding, bending to the required shape, if necessary and prime coat and final painting whereever necessary/applicable, cost of scaffolding, as required, at all leads and lifts, storing, handling, transporting, erection without damage, placing in position, maintaining proper quality control etc. all complete as per drawings, specification and direction of engineer-in-charge. note i) all materials shall be from m/s sail, iisco, rinl and tata steel from their own plants rolled from virgin material only. ii) welding weights, connections, bolts and nuts etc. shall not be measured for payment but the cost of which shall be deemed to have been included in the quoted rate. iii) contractor shall supply copies of the documentary evidence of purchase of steel, test certificates from these manufacturers and also tests from third party, if required, to be arranged at no extra cost. iv) all holes will be made by drilling only. gas cutting of holes will not be permitted. v) electrodes manufactured by m/s advani oerlikon, esab india, indian oxygen and dandh secheron only shall be used., taking delivery from ucil, handling, transporting and installing in cement concrete at all elevations anchor bolts, anchors, pipes, sleeves, inserts, hangers, conduits and any other mild steel, cast iron, g.i.cast steel and other fixures, cost of scaffolding, as required, placing in position, maintaining proper quality control etc. all complete as per drawings, specification and direction of engineer-in-charge.. note i) the fabricated embedded items including lugs etc. shall be supplied by ucil., supplying, fabricating and installing structural steel work conforming to is 2062 (grade e250, quality b0) in all kinds of work for pipe and cable supports at top of dam/embankment at all elevations including straightening of raw steel (if required), cutting, making edge preparation, making connections at fabrication yard by welding / bolting, hoisting, fixing in position by welding / bolting, cleaning and preparation of all steel, storing, loading, transportation, unloading, delivery at erection site, maintening proper quality control, surface preparation for painting, erection, alignment and connections of all structures true to line, level, plumb and dimension including rectification, if any, splicing, applying a primer coat of approved make before erection and two coats of final paint of approved make after erection and final alignment, preparation of design d
Agency / Dept :
uranium corporation of india limited UCIL
Due Date :
Sep 03, 2026 (3 days left)
Tender Value :
172Cr
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T18 Ref No : 16499481
Location : bangalore , karnataka
Source : GEM Tenders
LIVE TENDER
tender for removal of existing bituminous concrete layer , removal of existing synthetic astro turf surface , providing and laying bituminous concrete as per fih guidelines , removing and refixing of existing drain cover after relaying of hockey turf , earth work in excavation by mechanical or manual means in trenches or drains , providing and laying in position cement concrete of aggregate 40 mm , providing and laying in position cement concrete of aggregate 20 mm , steel work welded in built up sections or framed work , applying priming coat with ready mixed red oxide zinc chromate primer , painting with synthetic enamel paint , providing and fixing gi chain link fabric fencing of required width , supply and installation of fully computerized automatic and single key operation , supply, installation, testing and commissioning of 500 w led flood lights , supply, installation, testing and commissioning feeder pillar control panel , supply and installation of fih approved synthetic turf of green colour , supply installation testing and commissioning of dug out min 10 seating cap , supply and fixing of aluminium goal post for hockey , vendor to provide fih certification for global category , transportation charges of materials both removal and installation till site, re laying of existing astro turf hockey ground, removal of the existing bituminous concrete layer by milling machine to correct the ground gradient as per latest fih guidelines and removal of unserviceable materials from the site as per direction of tech rep or project officer including all costs loading and unloading carriage by mechanical means etc complete please refer to specification attached at appendix a ser no 1, removal of the existing synthetic hockey surface with rubber shock pad and disposal of the old unserviceable synthetic material including all costs loading and unloading carriage by mechanical means etc complete please refer to specification attached at appendix a ser no 2, providing and laying bituminous concrete strictly as per fih guidelines under the supervision of turf manufacturer representative or engineer using crushed stone aggregates of specified grading premixed with bituminous binder and filler transporting the hot mix to work site by tippers laying with paver finisher equipped with electronic sensor to the required grade alignment and level by special lazer equipment and rolling with smooth wheeled vibratory and tandem rollers to achieve the desired compaction and density as per specification complete and as per the direction of tech rep or project officer 50 mm compacted thickness with bitumen of grade vg 30 at the rate 5 point 5 percent by weight of total mix and lime filler at the rate of 3 percent by weight of aggregate prepared in batch type hot mix plant of 100 to 120 tph capacity please refer to specification attached at appendix a ser no 3, removing of existing drain cover and refixing after relaying of hockey turf including cleaning and minor repair work of drainage system as per direction of tech rep or project officer 12 mm cement plaster of mix 1 ratio 4 with 1 cement ratio 4 fine sand please refer to specification attached at appendix a ser no 4, earth work in excavation by mechanical means hydraulic excavator or manual means in foundation trenches or drains not exceeding 1 point 5 m in width or 10 sqm on plan including dressing of sides and ramming of bottoms lift upto to 1 point 5 m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 m all kinds of soil please refer to specification attached at appendix a ser no 5, providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work upto plinth level 1 ratio 4 ratio 8 with 1 cement ratio 4 coarse sand ratio 8 graded stone aggregate 40 mm nominal size please refer to specification attached at appendix a ser no 6, providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work upto plinth level 1 ratio 2 ratio 4 with 1 cement ratio 2 coarse sand ratio 4 graded stone aggregate 20 mm nominal size please refer to specification attached at appendix a ser no 7, steel work welded in built up sections or framed work including cutting hoisting fixing in position and applying a priming coat of approved steel primer using structural steel etc as required in grating frames guard bar ladder railings brackets gates and similar works please refer to specification attached at appendix a ser no 8, applying priming coat with ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanized iron or steel works please refer to specification attached at appendix a ser no 9, painting with synthetic enamel paint of approved brand and manufacture to give an even shade with two or more coats on new work please refer to specification attached at appendix a ser no 10, providing and fixing gi chain link fabric fencing of required width in mesh size 50 mm x 50 mm with height upto 6 m behind the goal posts and 2 point 5 m along the sides including strengthening with 2 mm dia wire or nuts bolts and washers as required complete as per the direction of tech rep or project officer made of gi wire of dia 4 mm please refer to specification attached at appendix a ser no 11, supply and installation of fully computerized automatic and single key operation with 6 pop up sprinkler system having a radius of 41 m at 6 bar pressure discharge of water specifically designed for synthetic sports hockey surface including all their fittings and accessories including earth work in excavation and re filling hdpe pipe dia 150 or 110 mm class pe 100 grade 12 point 50 kg per sqm minimum including all charges etc complete please refer to specification attached at appendix a ser no 12, supply installation testing and commissioning of 500 watts led flood lights wipro or bajaj or crompton or any equivalent brand with 12 lights x 4 nos on existing poles all as complete as required to fix lights on these poles please refer to specification attached at appendix a ser no 13, supply installation testing and commissioning of feeder pillar time control panel 3 ph with 16 amps mcb and amp power contactor installation of 12 light fixtures interlink connection cable for lights up to control panel please refer to specification attached at appendix a ser no 14, supply and installation of fih approved global category synthetic turf of pile height 13 mm alongwith cast in situ shock pad of minimum 15 mm thickness on prepared bituminous surface maintaining international hockey federation fih specification including all marking on the surface complete as per the instruction of tech rep or project officer the work shall be executed by an fih certified field builder and colour of the turf will be green please refer to specification attached at appendix a ser no 15, supply installation testing and commissioning of dug out with minimum 10 seating capacity of ss 304 and covering with polycarbonate sheets of approved shade with special turf wheels for movements etc as per directions of tech rep or project officer please refer to specification attached at appendix a ser no 16, supplying and fixing of aluminium goal post for hockey as per drawing design and specifications approved by fih including all fittings and net etc all complete as per direction of the tech rep or project officer please refer to specification attached at appendix a ser no 17, vendor to provide fih certification for global category for the project after completion of all wks please refer to specification attached at appendix a ser no 18 payment will be released after confirmation is received from fih certification authority, transportation charges of materials till site for deliveries and removal of debris from site out side the cantt premises please refer to specification attached at appendix a ser no 19
Agency / Dept :
indian army
Due Date :
Sep 02, 2026 (2 days left)
Tender Value :
Refer Document
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T18 Ref No : 16682201
Location : dimapur , nagaland
Source : GEM Tenders
LIVE TENDER
tender for football ground , football goal posts , football , football boot , goalkeeper gloves , stockings , stopwatch , shin guard , team bibs , air pump , whistle , corner flag , football net , linesman flag , volleyball , volleyball net , table tennis board with net , table tennis ball , table tennis racket set , carrom board , skipping rope , chess board , yoga mat, construction of football field at poi vill and provision of sports items at poi and chingai vills, earth work in surface excavation not exceeding 30 mm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5m as directed by engineer in charge- all kinds of soil., providing and fixing football goal posts ensuring alignment and safety conditions., size 5, fifa standard, hand stitched or thermo bonded, pu or pvc outer material, butyl bladder, suitable for match & practice, nivia or cosco or equivalent., high ankle or low ankle football stud shoes, pu synthetic upper, tpu or rubber stud sole, lace closure, lightweight, suitable for natural grass ground., latex palm (minimum 3 mm), breathable backhand, adjustable wrist strap with velcro, adult size., football socks, polyester or nylon with spandex, stretchable, knee length, sweat absorbent., digital, 1 oblique 100 sec accuracy, lcd display, alarm, water resistant., digital stopwatch, 1 oblique 100 sec accuracy, lcd display, alarm, calendar, water resistant, battery operated., polyester mesh fabric, sleeveless, breathable, different colours, adult size., hand pump, metal oblique heavy duty plastic body, suitable for football oblique volleyball, needle included., metal or abs plastic sports whistle with lanyard, high pitch sound., pvc pole, height 5 to 6 feet, weather resistant fabric flag, ground spike included., hdpe or nylon, uv stabilized, mesh size 120 mm approx., standard goal size compatible., pair of checkered flags, aluminum or fiberglass handle, comfortable grip., official size 5, pu or pvc leather, machine stitched or laminated, butyl bladder, nivia or cosco or equivalent., standard size 9.5 m by 1 m, hdpe or nylon, 2 mm or higher thickness, top cable included., ittf size 2740 by 1525 by 760 mm, 18 to 25 mm top, foldable frame with wheels, net and post included., 40+ mm, poly plastic, white or orange, ittf standard., 2 rackets and 3 balls, wooden blade, rubber both sides, sponge thickness 1.8 to 2 mm, playing surface 29 inch, wooden frame, smooth finish, coins, striker and powder included, pvc or cotton rope, adjustable length, ball bearing handle, adult size, standard tournament size, folding board, plastic or wooden pieces, complete set, eva or tpe material, thickness 6 mm, anti skid surface, size approx. 183 by 61 cm
Agency / Dept :
indian army
Due Date :
Aug 29, 2026
Tender Value :
Refer Document
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T18 Ref No : 15991179
Location : secunderabad , telangana
corrigendum tender for carrying out final location survey for construction of 5th and 6th line between ballarshah and gudur (715 km) in south central railway like, fixing of alignment, pegging out centre line, taking levels and finalization of land requirement survey number wise, soil investigations, geological investigations for bridges by drilling bore holes, collecting samples, calculation of waterway requirement for all the proposed bridges and preparation of gad's of bridges, station yards, project sheets using stereo satellite imagery data as obtained from nrsc (national remote sensing centre), bisag-n and processing the same using auitable gis software for generation of digital elevation model (dem), ortho- photos, topo-maps etc. and submission of detailed estimate including traffic survey report i.e. dpr with ror calculations complete in all respects with different survey works requiring to be carried out using airborne lidar technology, making epc documents based on fls survey conducted for calling epc tender.
Agency / Dept :
south central railway SCR
Due Date :
Jul 03, 2026
Tender Value :
21.45Cr
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T18 Ref No : 16243903
Location : visakhapatnam , andhra pradesh
Source : GEM Tenders
tender for title 1 , title 2 , title 3 , title 4 , title 5 , title 6 , title 7 , title 8 , title 9, refurbishment of cwo officers lobby pantry and office workstation, cwo officers lobby refurbishment interior refurbishment works flooring electrical and lightings furniture and fixtures, modification of new false ceiling installation with framework and access panels with false ceiling, pantry renovation works with counter storage cabinets plumbing provision electrical points and filing finishing completed in ready to use condition, preliminary removal and area readiness work and removal of existing interiors clearing of work areas debris handling and disposal at approved locations, supply and installation of wooden workstation with drawers locks and cable management ergonomic fixing and alignment, civil and base treatment works with minor wall modifications repairs plastering leveling and surface corrections, electrical work rewiring relocation of points lighting fixtures switches and sockets, painting and finishing works, final cleaning testing and handover
Agency / Dept :
indian navy
Due Date :
Jul 24, 2026
Tender Value :
Refer Document
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T18 Ref No : 16211058
Location : najibabad , uttar pradesh
Source : GEM Tenders
tender for works related to semikestner 1000 msq pipeline , wash out pipeline header to new quad body no 1 , raw juice pump pipeline , syrup pipeline cleaning work , syrup sulphiter pipeline , new quad no 4 extension catcher vapour body , bagassilo fan repair , big filter mud tray repair , vacuum air line work , pipe fabrication , clear juice tank repair , pump and motor alignment , juice heater repair , condensate bottle fabrication , clarifier repair , cane carrier repair , secondary rack carrier repair , rack carrier repair , cane carrier runner replacement , secondary rack carrier runner replacement , rack carrier runner replacement , cane carrier structural repair , rack carrier structural repair , cane carrier chain beam repair , inter rack carrier trough repair , mill trough repair , trpf lower plate repair , mill roller repair , leveler repair , fiberizer repair , secondary rack carrier trough repair , tail shaft bed repair , mill pinion repair , cane carrier angle replacement , secondary rack carrier angle replacement , trpf roller juice plate repair , cold water pipeline work , bearing cooling line replacement , pipe fittings , mill juice pipeline work , hot water pipeline work , screen juice pipeline work , flange work , nipple work , mill fabrication work , header fabrication , delivery header fabrication , trpf tank repair , transmission gear repair , juice pump pipeline work , reducer fabrication , flange fabrication , band fabrication , trpf cover fabrication , trpl chute repair , crane unloader rail replacement , bearing housing repair , juice distribution tray fabrication , trpf roller repair , rack repair work , crown pinion guard repair , tail bar repair , trpf water cover repair , mill roller grooving , chain link forging work, fabrication and installation of 6 inch tee in the pipeline complete as required, dismantling of existing 8 inch ms pipeline complete, reinstallation of 8 inch ms pipeline at the designated position including alignment welding testing and successful trial run, opening/removal of existing 8 inch valve, installation of 8 inch valve at the designated location complete, supply fabrication and installation of 8 inch flange complete, supply and installation of 8 inch nipple complete, dismantling of existing 8 inch and 6 inch pipelines including removal from site, reinstallation of 8 inch and 6 inch pipelines at the designated position including alignment welding testing and successful trial run, dismantling of existing 8 inch raw juice pump pipeline and disposal of dismantled material at the designated scrap yard, reinstallation of 8 inch ms pipeline including alignment welding testing and successful trial run, fabrication and installation of 8 inch x 6 inch reducer complete, fabrication and installation of 8 inch flange complete, removal and reinstallation of 8 inch valve at the designated location complete, fabrication and installation of 8 inch nipple complete, dismantling of existing 6 inch syrup pipeline from syrup pump to syrup tank complete, fabrication and installation of 6 inch x 3 inch reducer complete, fabrication and installation of 2 inch flange complete, fabrication of 6 inch nipple complete, opening/removal of existing 6 inch valve, refitting and fastening of 6 inch valve after maintenance complete, fabrication and installation of 6 inch tee complete, fabrication and installation of 8 inch bend complete, fabrication and installation of 800 mm diameter nipple complete, dismantling of existing 8 inch pipeline complete, reinstallation of 8 inch pipeline at the designated position including alignment welding testing and successful trial run, fabrication and installation of 8 inch tee complete, dismantling of damaged extension catcher vapour body of new quad no 4 removal of corroded angle channels disposal of scrap at the designated scrap yard fabrication of a new catcher from 10 mm thick ms plate by bending installation at site completion of all necessary connections and successful trial run approximate size diameter 160 m x length 620 m, cutting and removing damaged casing of bagassilo fan fabrication using supplied 8/10 mm ms plate installation and satisfactory trial, cutting and removing damaged mud tray of big filter disposal of scrap fabrication using supplied 8/10 mm ms plate installation and satisfactory trial (approx dia 375 m x length 860 m), dismantling of 6 inch vacuum air line with filter, fixing of 6 inch vacuum air line in position including alignment and satisfactory trial, fabrication and installation of 6 inch ms flange, fabrication and installation of 6 inch ms tee, fabrication and installation of 6 inch ms nipple, cutting and removing corroded box of clear juice liquidation tank door fabrication using 8 mm ms plate installation all connections and satisfactory trial (approx size 10 m x 10 m), fitting fixing alignment of ms band for 120 hp clear juice pump and motor including satisfactory trial, replacement of strip and flat iron for top and bottom header rubber packing fixing new rubber packing and satisfactory trial, removal of condensate bottle of juice heater/quad semicaser/vapor cell fabrication of new bottle using supplied 8/10 mm ms plate and installation, removal of corroded distributor from clarifier compartment disposal of scrap fabrication of new distributor using 6/8 mm ms plate installation and satisfactory trial, replacement of damaged side and bottom plates of cane carrier using supplied 6 mm ms plate, replacement of damaged side and bottom plates using supplied 6 mm ms plate, replacement of damaged side and bottom plates of rack carrier no1 2 & 3 using supplied 6 mm ms plate, cutting and removing old runner and fixing new runner for cane carrier, cutting and removing old runner and fixing new runner, cutting and removing old runner and fixing new runner for rack carrier no1 2 & 3, removal of corroded supporting angles/channels and installation of new supporting angle, removal of corroded angles/channels and installation of new angle, replacement of 150 mm chain beam, removal of old trough of inter rack carrier no1 2 & 3 fabrication using supplied 8/10 mm ms plate and installation, cutting and replacing damaged trough of mill no3 & 4 including satisfactory trial, removal of damaged lower plate under trpf of mill no2 & 3 fabrication using supplied 10/12 mm ms plate and installation, fabrication of new juice rings for mill rollers using supplied 6/8 mm ms plate as per sample, dismantling damaged side plates of leveler disposal of scrap fabrication and installation of new 8/10 mm ms side plates, dismantling damaged side plate of fiberizer disposal of scrap fabrication and installation of new 8/10 mm ms side plate, removal of old trough fabrication using supplied 8/10/12 mm ms plate and installation, cutting and removing worn tail shaft bed of secondary rack carrier fabrication using supplied 200 mm beam and installation, fabrication and installation of new pinion gear for mill no3 removal of old gear and disposal to scrap yard, removal of damaged angles from cane carrier side plate/inter rack carrier 2 & 3 and installation of new angles, removal of damaged angles from secondary rack carrier/inter rack carrier 2 & 3 fabrication and installation of new angles, removal of damaged juice plate of trpf rollers fabrication using supplied 8/10 mm ms plate and installation, dismantling of existing 4 inch cold water pipeline from mill no1 to mill no3 and installation of new pipeline, removal of worn bearing cooling line from mill no1 to 4 and installation of new 3 inch pipeline complete with flange and nipple, supply/fabrication and installation of 3 inch flange, supply/fabrication and installation of 1 inch nipple, cutting and removing old 6 inch mill juice pipeline from mill juice pump no 3 to mill no 1 and installing new 6 inch ms pipeline complete with fitting and testing, dismantling existing 4 inch dia hot water pipeline from mill no 3 to mill no 4 and installing new pipeline complete with fittings and testing, cutting and removing old pipeline from mill juice pump no 4 to mill no 2 and installing new 6 inch ms pipeline complete with fittings and testing, cutting and removing old pipeline from mill screen juice pump to raw juice tank and installing new 6 inch & 8 inch pipeline complete with fittings and testing, dismantling and installation of 6 inch flange, dismantling and installation of 8 inch flange, dismantling and installation of 10 inch flange, dismantling and installation of 4 inch nipple, dismantling and installation of 6 inch nipple, dismantling and installation of 8 inch nipple, fabrication and preparation of mill beds complete as required, removing existing 12 inch screen juice header fabricating new header as per sample erection reconnection and satisfactory trial, fabrication and installation of new 10 inch delivery header (21 m long) for screen juice tank including 8 inch & 10 inch nipples erection and testing, cutting damaged top cover of trpf tank fabrication using supplied 8/10 mm ms plate installation and satisfactory trial, inspection and repair/checking of bottom cover of transmission gear of mill no 4 as per sample, installation of 6 inch juice pump pipeline complete with fitting and testing, fabrication and installation of 6 inch reducer in the pipeline, fabrication and installation of 8 inch reducer in the pipeline, fabrication and installation of 6 inch flange in the pipeline, fabrication and installation of 4 inch flange in the pipeline, fabrication and installation of 6 inch pipe band/support, fabrication of top cover for trpf sluice installed in mill house, removing damaged angles of cane carrier side plate and inter rack carrier no 2 & 3 and installing new angles, removing damaged angles of secondary rack carrier and inter rack carrier no 2 & 3 and installing new angles, dismantling damaged side and back plates of trpl chute of mill no 2 fabrication using supplied 10/12 mm ms plate installation and satisfactory trial, removing damaged rail of crane unloader trolley installing new 40 x 40 mm rail strengthening and testing, fabrication and installation of new cover for mill bearing housing, fabrication and installation of juice distribution trays in mill juice pipeline at designated locations, welding and repair of trpf rollers including welding and correction of damaged side plates, repair of secondary rack carrier and inter rack carrier racks, removing damaged water guard of crown pinion of mill no 3 fabrication of new guard from supplied 2/3 mm plate and installation, welding and fabrication of cut tail bars of mill no 1 & 3 as per required dimensions, dismantling damaged trpf water cover of mill no 2 fabrication using supplied 8/10 mm ms plate installation and satisfactory trial, carrying out pineapple (chevron) grooving/cutting work on mill rollers, forging of side links of cane carrier bagasse carrier elevator and rbc chain including fitting of pins and bushes profiling and finishing to required size
Agency / Dept :
uttar pradesh cooperative sugar factories federation ltd UPCSFFL
Due Date :
Jul 27, 2026
Tender Value :
2L
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Bidding for specific works requires studying strict technical parameters. We provide immediate access to the core documents you need to evaluate the project:

  • Detailed Specifications & Drawings: Download the exact engineering guidelines, material testing standards, and quality benchmarks demanded by the buyer for Fixing Alignment.
  • Financial BOQ Spreadsheets: Access the official blank pricing formats where you need to input your unit rates, tax configurations, and total bid value.
  • Real-Time Technical Amendments: If the buying department changes the product specifications, alters the service scope, or shifts the delivery timeline, we instantly update the parent file so you are never caught off-guard.

Winning a contract for Fixing Alignment depends entirely on how perfectly your technical capabilities match the buyer’s demands. Even if you have the best product or service, a poorly formatted document or a missing compliance certificate will lead to instant technical rejection. Tender18’s Tender Bidding Service eliminates this risk by taking complete ownership of your digital submission.

Flawless Compliance & Portal Execution For Fixing Alignment Tenders

Under this service, Tender18 assigns a Dedicated Experienced Technical Person to your profile. This expert handles the heavy lifting of the entire bidding cycle:

  • Capability Mapping: We thoroughly cross-check your past completion certificates, ISO standard proofs, and financial turnover against the strict eligibility criteria required for Fixing Alignment bids.
  • Secure System Integration: Our technical desk seamlessly links your Class III Digital Signature Certificate (DSC) with the required e-procurement servers to securely encrypt your technical and financial envelopes.
  • Error-Free Financial Uploads: We audit your quoted BOQ pricing sheets for any formula or formatting errors before the final upload, ensuring your bid is successfully locked before the portal's closing hours.

Government buyers are aggressively using the Government e-Marketplace (GeM) for the direct procurement of Fixing Alignment. If your business profile is not accurately mapped on this portal, you remain practically invisible to these purchasing officers. Recognized as a trusted and expert GeM consultant, Tender18 offers specialized support to build, optimize, and maintain a highly visible vendor account for your business.

With an industry-leading support success ratio of over 95%, we handle the complex marketplace compliance so you can focus entirely on executing your orders

Expert Profile Management & Catalogue

Our dedicated consultants ensure your GeM presence is structurally perfect:

  • Precise Catalogue Listing: We upload and categorize your specific offerings under the exact search terms and parameters used by government buyers looking for Fixing Alignment, ensuring maximum search visibility.
  • OEM Dashboard & Assessment: For original manufacturers and creators, we guide you through the mandatory Quality Council of India (QCI) vendor assessments to successfully unlock your official OEM panel.
  • Profile Compliance & Caution Money: We manage your statutory documentation, brand approvals, and caution money limits to keep your account immune from technical suspensions.

Strategic Live Bid Participation

Beyond setup, we actively drive your market participation. Our team expertly handles the digital paperwork and rate configurations for GeM Custom Bids and Reverse Auctions (RA) related to Fixing Alignment, maximizing your chances of securing L1 status.

1.

How do I find government contracts exclusively matching my work in Fixing Alignment?

The easiest way is through the Tender18 platform. Instead of searching department by department, our system uses advanced keyword matching to gather all live supply, service, and execution tenders related directly to your core business in one place.

2.

Do I need specific testing or quality certificates to apply for these contracts?

It heavily depends on the nature of the work. For supply contracts, buyers often ask for ISO certifications, BIS marks, or specific lab testing reports. For service contracts, they may ask for labor licenses or past performance certificates (work orders).

3.

What is a BOQ and why is it important for my bid?

The Bill of Quantities (BOQ) is the official financial Excel sheet where you enter your competitive prices. Any mistake in this file—like adding extra rows, changing formulas, or saving it in the wrong format—will cause the portal server to reject your entire bid.

4.

Are samples required to be submitted physically before the digital bid opens?

For many product-based Fixing Alignment tenders, buying departments do ask bidders to submit physical samples to their office before the digital technical evaluation date. This requirement is always clearly mentioned in the official NIT document.

5.

How does the Dedicated Tender Expert from Tender18 help me?

Our assigned expert manages your total portal compliance. They extract the hidden rules from long tender PDFs, create a precise document checklist for your team, map your digital signature, and securely upload your technical and financial files onto the government servers.

6.

What is the role of a Digital Signature Certificate (DSC)?

A Class III DSC is a secure USB device that contains your digital identity. You cannot upload a bid without it. It is used to securely encrypt and lock your sensitive price data and technical documents so no one can view them before the official opening date.

7.

As an MSME, can I get financial benefits when bidding for Fixing Alignment?

Yes, the government strongly supports MSMEs. By uploading a valid Udyam Registration Certificate in the technical envelope, small businesses are frequently exempted from paying the initial Tender Document Fee and the Earnest Money Deposit (EMD).

8.

Why should I list my services or products on GeM for this category?

GeM is now the primary digital marketplace for all government agencies. If you are properly cataloged for Fixing Alignment, officers can view your profile and generate direct purchase orders or invite you to participate in exclusive Custom Bids.

9.

What makes Tender18 a reliable GeM support partner?

As a highly trusted and expert GeM consultant, Tender18 holds a proven support success ratio of over 95%. From flawless profile creation and complex catalogue mapping to OEM panel approvals and live Reverse Auction (RA) support, we handle it all seamlessly.

10.

What does "L1" mean in these government contracts?

"L1" stands for "Lowest Bidder 1". In government procurement, after all technical envelopes are approved, the financial sheets (BOQs) are opened. The bidder who has quoted the lowest compliant price for Fixing Alignment is declared L1 and is generally awarded the contract

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